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The purpose of this study was to investigate the tensile-shear bond strength and failure of the mortar-aggregate interface. The techniques used are reported. The results indicate that the Mohr failure envelope in the tension-shear quadrant is almost a straight line and that the failure is essentially tensile in nature.
Associate professor of civil engineering, National Taiwan University, Taipei,
Professor of engineering materialsMember of ASTM, Cornell University, Ithaca, N.Y.
Stock #: JTE10190J